ML19030A933
| ML19030A933 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2 | |
| Download: ML19030A933 (16) | |
Text
AMEC Envirnment & Infrastructure Clinch River SMR Project 6 CONCLUSIONS AMEC Project No. 6468131072 A seismic refraction survey was conducted in Oak Ridge, Tennessee at the Clinch River SMR Project site. The purpose of the survey was to map bedrock depth and velocity structure beneath six (6) P-wave seismic refraction lines at locations selected by Bechtel and AMEC E&I. The locations of the seismic lines, designated SRS-1 through SRS-6, and nearby boreholes are presented in Figure 1.
The interpreted seismic bedrock interface at 7,000 ft/s contour in each seismic tomography model was chosen to agree acceptably with existing borehole data for bedrock. This interface typically only differs from borehole data in areas with thicker sections of weathering, or where velocities are changing, or sections with possible saturated soils.
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AMEC Envirnment & Infrastructure Clinch River SMR Project 7 REFERENCES AMEC Project No. 6468131072 Dobrin, M.S., and Savit, J., 1988, Introduction to Geophysical Prospecting, McGraw-Hill Co., New York.
Gardner, L.W., 1967, Refraction seismograph profile interpretation, in Musgrave, AW., ed., Seismic Refraction Prospecting: Society of Exploration Geophysicists, p. 338-347.
Hagedoom, J.G., 1959, The plus-minus method of interpreting seismic refraction sections, Geophysical Prospecting, v. 7, p 158-182.
Hales, F. W., 1958, An accurate graphical method for interpreting seismic refraction lines, Geophysical Prospecting, v. 6, p 285-294.
Hawkins, L. V., 1961, The reciprocal method of routine shallow seismic refraction investigation, Geophysics, v. 26, p. 806-819.
Kassenaar, J.D. C., 1989-1992, VIEWSEIS seismic refraction analysis system, installation manual, program tutorial, reference manual, 50 p.
Lankston, R. W., 1990, High-resolution refraction seismic data acquisition and interpretation, in Ward, S. H., ed., Geotechnical and Environmental Geophysics, Volume 1: Review and Tutorial:
Society ofExploration Geophysicists, Tulsa, Oklahoma, p. 45-74.
Lankston, R. W., and Lankston, M. M., 1986, Obtaining multilayer reciprocal times through phantoming: Geophysics, v. 51, p. 45-49.
Palmer, D., 1980, The generalized reciprocal method of seismic refraction interpretation: Society of Exploration Geophysics, Tulsa, Oklahoma, 104 p.
Palmer, D., 1981, An introduction to the field of seismic refraction interpretation: Geophysics, v. 46, p.
1508-1518.
Redpath, B. B., 1973, Seismic refraction exploration for engineering site investigations: U. S. Army Engineer Waterway Experiment Station Explosive Excavation Research Laboratory, Livermore, California, Technical Report E-73-4, 51 p.
Rockwell, D.W., 1967, General Wavefront Method, in Musgrave, AW., ed., Seismic Refraction Prospecting: Society ofExploration Geophysicists, p. 363-415.
Scheidegger, A, and Willmore, P.L., 1957, The use of a least square method for the interpretation of data from seismic surveys, Geophysics, v. 22, p. 9-22.
Schuster, G. T. and Quintus-Bosz, A, 1993, Wavepath eikonal traveltime inversion: Theory:
Geophysics, v. 58, no. 9, p. 1314-1323.
Telford, W. M., Geldart, L.P., Sheriff, R.E., 1990, Applied Geophysics, Second Edition, Cambridge University Press.
Wyrobek, S.M., 1956, Application of delay and intercept times in the interpretation of multilayer time distance curves, Geophysical Prospecting, v. 4, p 112-130.
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AMEC Envirnment & Infrastructure Clinch River SMR Project AMEC Project No. 6468131072 Zhang, J. and Toksoz, M. N., 1998, Nonlinear refraction traveltime tomography, Geophysics, V. 63, p.
1726-1737.
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AMEC Envirnment & Infrastructure Clinch River SMR Project 8 CERTIFICATION AMEC Project No. 6468131072 All geophysical data, analysis, interpretations, conclusions, and recommendations in this document have been prepared under the supervision of and reviewed by a GEO Vision California Professional Geophysicist and a GEO Vision California Professional Engineer.
Prepared by William Dalrymple California Professional Geophysicist, P.Gp. 1072 GEO Vision Geophysical Services, Inc.
Reviewed by essional Engineer, P.E. 30362 eophysical Services, Inc.
02/28/14 Date 02/28/14 Date
- This geophysical investigation was conducted under the supervision of a California Professional Geophysicist and a California Professional Engineer using industry standard methods and equipment. A high degree of professionalism was maintained during all aspects of the project from the field investigation and data acquisition, through data processing interpretation and reporting. All original field data files, field notes and observations, and other pertinent information are maintained in the project files and are available for the client to review for a period of at least one year.
A professional geophysicist's and a professional engineer's certification of interpreted geophysical conditions comprises a declaration of his/her professional judgment. It does not constitute a warranty or guarantee, expressed or implied, nor does it relieve any other party of its responsibility to abide by contract documents, applicable codes, standards, regulations or ordinances.
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AMEC Envirnment & Infrastructure Clinch River SMR Project TABLES Geovision Report 13162-01 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 0.1-21 of 32 AMEC Project No. 6468131072 Page 19 of30 February 28,2014 RCN: CRP-1107.1 Page 19 of30
AMEC Envirnment & Infrastructure Clinch River SMR Project Table 1 Seismic Line Geometry Spacing Geophone Line Endpoints (ft)
(ft) 1 12.5 0
587.5 2
10 0
470 3
12.5 0
587.5 4
12.5 0
587.5 5
12.5 0
587.5 6
12.5 0
587.5 Notes:
AMEC Project No. 6468131072 Easting Northing NAVD88 Elevation (US Feet)
(US Feet)
(ft) 2,448,238.1 570,478.0 804.4 2,448,008.3 571,018.7 810.2 2,448,337.1 570,729.1 808.1 2,448,152.9 571,161.5 810.9 2,448,507.9 569,842.1 795.0 2,448,277.8 570,382.6 802.8 2,448,644.7 569,899.9 792.8 2,448,415.1 570,440.7 800.9 2,447,999.1 570,440.0 807.9 2,448,435.0 570,833.9 810.9 2,447,403.0 570,381.1 768.3 2,447,733.2 570,867.0 776.7
- 1. End point coordinates interpolated from provided AMEC survey points, if not coincident.
- 2. Coordinates in TN State Plane, NAD83, US Survey Feet.
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AMEC Envirnment & Infrastructure Clinch River SMR Project Table 2 AMEC Selected Asbuilt Borehole Locations Description Easting (US Feet)
MP-101 2,448,355.2 MP-102 2,448,404.3 MP-103 2,448,367.5 MP-104 2,448,449.1 MP-105 2,448,343.5 MP-106 2,448,377.2 MP-107 2,448,284.8 MP-108 2,448,376.3 MP-110 2,448,403.3 MP-111 2,448,345.0 MP-111PS 2,448,334.2 MP-111UD 2,448,326.4 MP-112 2,448,472.1 MP-113 2,448,486.5 MP-114 2,448,464.6 MP-115 2,448,562.0 MP-116 2,448,560.2 MP-117 2,448,520.2 MP-118 2,448,445.5 MP-202 2,448,050.0 MP-204 2,448,097.0 MP-206 2,448,025.6 MP-208 2,448,024.1 MP-210 2,448,051.2 MP-214 2,448,110.8 MP-215 2,448,210.7 MP-216 2,448,209.1 MP-409 2,448,158.9 MP-410 2,448,368.8 MP-429 2,448,591.1 Notes:
AMEC Project No. 6468131072 Northing (US Feet)
NAVD88 Elevation (ft) 570,249.6 800.5 570,097.9 797.9 570,287.2 800.6 570,093.9 797.7 570,210.2 800.2 570,136.4 798.7 570,291.6 801.6 570,051.7 798.5 570,190.7 798.7 570,328.7 801.1 570,345.7 801.6 570,356.0 801.7 570,261.9 799.2 570,184.9 797.5 570,052.5 797.2 570,094.9 796.9 570,202.4 797.6 570,296.0 800.0 570,370.9 799.8 570,922.1 811.8 570,921.7 812.0 570,964.0 811.8 570,880.5 811.9 571,019.3 807.7 570,881.2 779.8 570,924.5 813.4 571,031.0 813.4 570,584.3 807.0 570,774.2 809.4 569,975.5 796.0
- 1. Survey coordinates provided by AMEC Environment and Infrastructure.
- 2. Coordinates in TN State Plane, NAD83, US Survey Feet.
Geovision Report 13162-01 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 0.1-23 of 32 Page 21 of 30 February 28, 2014 RCN: CRP-1107.1 Page 21 of30
AMEC Envirnment & Infrastructure Clinch River SMR Project FIGURES Geovision Report 13162-01 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 0.1-24 of 32 AMEC Project No. 6468131072 Page 22 of30 February 28,2014 RCN: CRP-1107.1 Page22of30
0 0
0....
It) 0 0
It) 0 It) 0 0
0 0
It)
AMEC Envirnment & Infrastructure Clinch River SMR Pro*ect 2447500 2447500 Legend o Borehole Locations Seismic Refraction Line 2448000 2448000 AMEC Pro*ect No. 6468131072 2448500 2448500 100 Feet FIGURE 1 SITE MAP 200 Date:
2/28/2014 CLINCH RIVER SMR PROJECT SITE OAK RIDGE, TENNESSEE NOTES:
- 1. Tennessee State Plane Coordinate System, NAD 83, FIPS 4100, US Survey Feet
- 2. Image Source: Esri, DigitaiGiobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, and the GIS User Community
- 3. Surveyed locations provided by AMEC Environment and Infrastructure GV Project:
Developed by:
Drawn by:
Approved by:
File Name:
Geovision Report 13162-01 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 0.1-25 of 32 13162 WDalrymple T Rodriguez A Martin 13162-1.MXD Page 23 of30 RCN :
PREPARED FOR AMEC ENVIRONMENT
& INFRASTRUCTURE, INC.
February 28, 2014 CRP-1107.1 Page23of30 300 0
0 0....
It) 0 0
It) 0 It) 0 0
0 0
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AMEC Envirnment & Infrastructure Clinch River SMR Pro*ect Seismic Data Acquisition System 220 lb Truck Mounted AWD a E(S)Jiston geophysical services Geovision Report 13162-01 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 0.1-26 of 32 AMEC Pro*ect No. 6468131072 Typical Seismic Line FIGURE 2 PHOTOGRAPHS OF SEISMIC EQUIPMENT CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE PREPARED FOR AMEC ENVIRONMENT & INFRASTRUCTURE, INC.
Page 24 of 30 February 28, 2014 RCN: CRP-1107.1 Page24of30
AMEC Envirnment & Infrastructure Clinch River SMR Project
~
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Contour Interval: 1,000 fils AMEC Project No. 6468131072 N
Distance (Feet) 600 1:200 1800
- 2400 3100 3700 4300 5000 5600 l!iiOO 69Do 7SOO 8100 3800 9400 10000 10700 11J00 11900 121600 13:200 1J900 LEGEND Geophone Location SRS-5 Line Intersection
~~z Borehole Intersection
.2",... Wealhered Rock and Competent Rock Interpretations
'" from AMEC E&l Borehole Logs
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February28,2014 RCN CRP-1107.1 Page 25 of30
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N Contour Interval: 1,000 fils Distance (Feet)
BOO 1200 1800 2400 3 100 3700
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Geovision Report 13162-D1 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page D.1-28 of 32 P-Wave Velocity (fils) 25 1110 Page 26 of30
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February28,2014 RCN CRP-1107.1 Page 26 of30
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Contour Interval: 1,000 fVs AMEC Project No. 6468131072 N
Distance (Feet) 800 1200 1800 2400 3100 3700
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s*
Borehole Intersection 2 - Weathered Rock and Competent Rock Interpretations from AMEC E&l Borehole Logs Interpreted Seismic Bedrock Interface Not9: Borehole intersacrions. ara pres.&nted.r less than 50 feel from the line.
Geovision Report 13162-D1 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page D.1-29 of 32 P-Wave Velocity (ft/s)
Page 27 of30
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Contour Interval: 1,000 ft/s AMEC Project No. 6468131072 N
Distance (Feet) 800 1200 1800 2-'00 JIOO 3700 4300 5000 5600 6200 6900 7500 6100
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Geovision Report 13162-D1 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page D.1-30 of 32 P-Wave Velocity (ft/s)
Page 28 of30
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Figure 6
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Distance (Feet) 800 1200 1800 2-'00 JIOO 3700 4300 5000 5600 6200 6900 7500 6100
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Geovision Report 13162-D1 Clinch River Refraction Geophysics Rev 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page D.1-31 of 32 P-Wave Velocity (ftls)
Page 29 of30
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E Contour Interval; 1,000 fils Distance (Feet) 800 1200 1800 2"00 5;100 3700 AJOO 5000 5600 6200 6900 7500 8100 8800 9400 10000 10700 11300 11900 12600 1:3200 13900 LEGEND Geophone Location
-~........
Interpreted Seismic Bedrock lnterface Nole: Borehole interseclions are presented ir less than 50 feet from the line.
Clinch River Data Report Rev. 4 CRP-1112.16 Page D.1-32 of 32 P-Wave Velocity (ftls)
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100 RCN CRP-1107.1 Page 30 of30